06-743-002M
f
- I
M A T C H L I N E
a.
20-
�=T=
aD
o:
PARKING
C
FLOW SWITCH
CHECK VALVE
CONTROL VALVE
with Tamper (Wired by othe
LANDING ctm
ob FLOOR VALVE
6' -0' AFF (LMI L)
2' DRAIN LINE
2' Drain Riser Tie each
foor Into drain and pipe
to suitable location at
exterior of the building
RISER CLAMP
(TYPICAL)
LANDING
a
Q
:o U
a-
1/4' GAUGE
t.,' �' ~,
Typical Floor
Control Assembly
NTS (FOR REFERENCE ONLY)
SEE LAYOUT DRAWINGS FOR SIZE AND LDCATIONLJ
To System
FLOOR CONTROL
VA. ASSEMBLY
2 64' AFF (U.N.O.)
4' RISER
r "
MAXIMUM DISTANCE BETWEEN HANGERS
f
NOMINAL PIPE
3/4"
1'
1 -1/4'
1 -1/2"
2'
2 -1/2'
3'
3 -1/2"
4" I
5"
61(` f
8' /
SIZE (in.)
5' -0' MAX.
15' -0' MAX.
3' MIN.
_O
MAY FEED TEE SUPPLYING MORE
TY6137
THAN ONE SPRINKLER)
A
Bs
C
<
f
i ARMOVERS GREATER THAN
STEEL PIPE EXCEPT
N/A
12 -0
12 -0
15 -0
15 -0
15 -0
15 -0
15 -0
15 -0
15 -0
f
15 :0 `
( f
15 -Q
THREADED UGHTWALL
HYDRANT LOCATION
1 6141 S.W. 72 STREET
PROJECT
a
OXFORD
UNIVERS
r(
( f
( ff
THREADED UGHTWALL
N/A
12 -0
12 -0
12 -0
12 -0
12 -0
12 -0
N/A
N/A
N/A
N/A
N/A "
STEEL. PIPE
MIAMI,
FLORIDA
S' PEA 9 C*"M M M ONCE
SYM In 1
WE 9/4/05
COPPER TUBE
8 -0
8 -0
10 -0
10 -0
12 -0
12 -0
12 -0
15 -0
15 -0
15-0
154
(
< 15-6
f
CPVC
5 -6
6 -0
6 -6
7 -0
8 -0
9 -0
12 -0
N/A
N/A
N/A
N/A
f N/A
POLYBUTYLENE (IPS)
N/A
3 -9
4 -7
5 -0
5 -11
N/A
N/A
N/A
N/A
N/A
N/A
N/A
POLYBUMENE (CTS)
2 -11
3 -4
3 -11
4 -5
5 -5
N/A
N/A
N/A
N/A
N/A
N/A
N/A
T
%Air
a A SCHEDULE
• Q
d• 2 1, CONCRETE SLAB
2. POWDER DRIVEN STUD
POWDER DRIVEN STUD & I I 3 (SIZE VARIES, SEE PLAN)
ALL THREAD ROD SIZES 3. ROD COUPLING
FOR 1' THRU 4' PIPE (SIZE VARIES, SEE PLAN)
3/8' IS TO BE USED --(41 4. ALL THREAD ROD
POWER DRIVEN STUD 5. HANGER RING
(SIZE VARIES, SEE PLAN)
6. PIPE
Hanger Details
NO SCALE
T
( .a
A SCHEDULE
d.
2 1. CONCRETE SLAB
2 DROP IN ANCHOR
DROP IN ANCHORS &
ALL THREAD ROD SIZES
FOR V THRU 4' PIPE
3/8' IS TO BE USED
FOR 6' & 8' PIPE
1/2' IS TO BE USED
f
l �
r
,f
r
f`
(SIZE VARIES, SEE PLAN)
3. ALL THREAD ROD
(SIZE VARIES, SEE PLAN)
4. HANGER RING
5. PIPE
DROP IN ANCHOR
Q4 I 4
I I T
Har> W Location Detai
PIPE SIZE
A
B•
C
1'
3' -0' MAX.
12' -0' MAX.
3' MIN.
1 -1/4'
4' -0' MAX.
12'-0' MAX.
3' MIN.
1- 1 /2-TH 8'
5' -0' MAX.
15' -0' MAX.
3' MIN.
_O
MAY FEED TEE SUPPLYING MORE
TY6137
THAN ONE SPRINKLER)
A
Bs
C
SPMNKLER HEAD
a
i ARMOVERS GREATER THAN
7. CEILING.
24' IN LENGTH SHALL BE
STEEL PIPE 11
5.6
LHANGER
• MAXIMUM HANGER SPACING FOR THREADED UGHIWALL
STEEL PIPE IS 12' -0' FOR ALL PIPE SIZES
T
( .a
A SCHEDULE
d.
2 1. CONCRETE SLAB
2 DROP IN ANCHOR
DROP IN ANCHORS &
ALL THREAD ROD SIZES
FOR V THRU 4' PIPE
3/8' IS TO BE USED
FOR 6' & 8' PIPE
1/2' IS TO BE USED
f
l �
r
,f
r
f`
(SIZE VARIES, SEE PLAN)
3. ALL THREAD ROD
(SIZE VARIES, SEE PLAN)
4. HANGER RING
5. PIPE
DROP IN ANCHOR
Q4 I 4
I I T
QTY
SIZE
SCHEDULE
TEMP
1. EXIST BRANCHLINE OR MAIN
—®
2 NEW TEE
2
(SIZE VARIES, SEE PLAN)
11.2
3, ARMOVER,w
—Q
(SIZE VARIES, SEE PLAN)
O
4. P 90• ELL OR TEE
9
5. DROP (SIZE VARIES, SEE PLAN
_O
MAY FEED TEE SUPPLYING MORE
TY6137
THAN ONE SPRINKLER)
127
6. IJEW SEMI- RECESSED
5.6
1
PENDENT FIRE SPRINKLER
i ARMOVERS GREATER THAN
7. CEILING.
24' IN LENGTH SHALL BE
8, NIPPLE
SUPPORTED BY A HANGER.
5.6
1 155
9. REDUCING COPULING
W3331
(SIZE VARIES, SEE PLAN)
STAR
Na s
� 0 NEW 4' STANDPIPE
• -•� -•, -» Its i
0 0 0 0 0 0 0 0 0 • • o 0 o 0 0
• 1 Z. 1 Z. I Z. 1 • 1 • I ' 1 • 1 Z. 1 •yr 1 1. ,10 • 1 • 1 ` I
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— -- N '�
C% 2' 1,
`� 9 -7
-� srwa -•
aooe Na t
CU 1 .
41 V*
— IP 1
1 , a ao • 2 -8 aw
4 STANDPIPE
O
2V 216' 216' 2!I' 2!I' 2$' 2V 2V 2$' 2$' 211!' 2!i' 216' 2!I•' 2!I' t' 216' 2X& 2)f' 21i' 2$' 2$' 2k# W 216 '
E 7-2t 8 -9 16 -0 16 -0 16-0 16 -0 16 -0 9 -3 6 -9 3 -9 12 -3 16-0 7 -5 8 -7 0 11-7 5 2 -7 12 -11 16 -0 WAI 16-0 16-0 16 -0 18 -8 10 -9 2 -7 Mv
In DkV
Ln
In N
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• In • In In • In f1J m • Ln , In , • In , In • In • In Av
• In • In • in
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.••. .-f .-4 .•r .••. -r .� ti .•. ...f
02 -7
16 -0 ,0 16-0
-0 '. -9 TOP OF CONC. SLAB 1!t' -- '
ELEV. +14' -0'( +23.80'
2 -8 2-
RAMP
UP
o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ��
. . . . . . . . . . . . . . .
1 1 I 1 1 1 1 1 1 1 1 I 1 1 1 x I
.••. ••+ to .••. �o .••. to .••. �o .-f �O .� �o .•. ♦O rf �o .••. �o .-. �O �D .••. �o .-� td .-� .•ti �D
LP
ON
I .-� .-f . f .-f • r • r .-� .� r ti
o - ' 4 1-1 '
TANDPIPE g"
/
~
CURB
2nd Floor
Fire Sprinkler Piping Plan
0 1 2 4 8 16
III I I I
SCALE: 1/8" _- 1'-0"
SYMBOL
QTY
SIZE
K
TEMP
MODEL
SIN
0
2
3/4"
11.2
155
TYCO EC11 CHROME PENDENT
TY6237
O
2
3/4'
11.2
155
TYCO EC11 BRASS UPRIGHT
TY6137
•
127
1/2"
5.6
1
155
TYFRB OR BRASS UPRIGHT
TY3131
4
-
1/2'
5.6
1 155
TYFRB OR BRASS HSW
W3331
NO DATE
1 9/4/05
2 3/24/06
F;EVISKM
BY
WATER SUPPLY ff;ORMATION
SUBMIT FOR APPROVAL.
Century
STATIC PRESSURE
63 PSI
REVISED PER FILE COMMENTS
Century
RESIDUAL PRESSURE
53 PSI
..
PITOT READING
-
4;• '� t
FLOW M G.P.M.
1700 GPM
� •- ��
-
DATE OF TEST
r
x•�' •
TIME OF TEST
-
iA
_
l
TEST TAKEN BY
MIAMI DADE FIRE RESCUE
HYDRANT LOCATION
1 6141 S.W. 72 STREET
SYSTEM NO.
DESIGN AREA
DENSITY
DESIGN AREA S.F.
GPM REQ'D 0 CITY MAIN
PSI REQ'D 0 CITY MAIN
NO. SPKR. IN OSGN. AREA
HOSE STREAM INSIDE /OUTSIDE
(f
f
f �
ff
f (
f
A
13
16
APP
COUN'T'Y FIRE DEPARTMENT
..
MIAMI -DADE
BLDG. PERMIT FIRE ALARM
4;• '� t
FIRE SUPPRES ION WATER MAI
� •- ��
-
�%� B1D
r
x•�' •
DATE:
iA
_
l
PROJECT
a
OXFORD
UNIVERS
Century
DESIGN
BUILDING
Fire Protection, Ina
6141 S.W.
72 STREET
MIAMI,
FLORIDA
S' PEA 9 C*"M M M ONCE
SYM In 1
WE 9/4/05
°RA"" B1" MIKE LANDESTOY
�° AS NOTED
3621 Central Avenue 1M Nlvw 781h Averxie
SL Pte¢ Florida 3101 Nk1A 33126
1-866-32'2 -4715 305 -79 -4486
�- F�
"M 0° MIKE, AWDESTOY
""k MIAMI DADE FIRE RESCUE
'°K � 542
FP -2 OF 7
Na
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13
16